Appendix D Traffic Impact Analysis - westplainseis.com

HCM Unsignalized Intersection Capacity Analysis
15: Hwy. 2 & East Access 2/9/2011
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Volume (veh/h) 0 1681 1298 53 0 18
Sign Control Free Free Stop
Grade 0% 0% 0%
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Hourly flow rate (vph) 0 1827 1411 58 0 20
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type None TWLTL
Median storage veh) 2
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume 1468 2324 705
vC1, stage 1 conf vol 1411
vC2, stage 2 conf vol 914
vCu, unblocked vol 1468 2324 705
tC, single (s) 4.1 6.8 6.9
tC, 2 stage (s) 5.8
tF (s) 2.2 3.5 3.3
p0 queue free % 100 100 95
cM capacity (veh/h) 455 164 379
Direction, Lane # EB 1 EB 2 WB 1 WB 2 WB 3 SB 1
Volume Total 914 914 705 705 58 20
Volume Left 0 0 0 0 0 0
Volume Right 0 0 0 0 58 20
cSH 1700 1700 1700 1700 1700 379
Volume to Capacity 0.54 0.54 0.41 0.41 0.03 0.05
Queue Length 95th (ft) 0 0 0 0 0 4
Control Delay (s) 0.0 0.0 0.0 0.0 0.0 15.0
Lane LOS
C
Approach Delay (s) 0.0 0.0 15.0
Approach LOS
C
Intersection Summary
Average Delay 0.1
Intersection Capacity Utilization 49.8% ICU Level of Service A
Analysis Period (min) 15
2012 plus Project, Alt. 3, Buildout Synchro 7 - Report
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